Pot hole filling and Patch work of Main roads inside the CUSAT, Thrikkakara Campus
Cochin University of Science and Technology · Thrikkakara, Kerala · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹5.9L
- EMD: ₹15K
- Published: 01 Oct 2026
- Closing date: 09 Nov 2026
- Status: open
- Status as of: 27 Oct 2026 03:41 UTC
- Department: Engineering Department
- Office: Civil Section
Description
Road pothole filling and patch work on the main roads inside the CUSAT Thrikkakara Campus. The BOQ includes supplying and stacking aggregates, filling potholes, levelling undulations, laying premix carpet and engaging a hydraulic excavator.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Preliminary agreement form on ₹200 stamp paper, Requisition for e-Payment
New to these terms? Read how tender eligibility criteria work.
Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (7)
- Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. — Qty: 18.504 cum
- Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) — Qty: 33.518 cum
- Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement (IRC 3.2.1.a) — Qty: 10.505 cum
- Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. — Qty: 18.504 cum
- Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm. — Qty: 2.004 cum
- Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means. — Qty: 1167.17 sqm
- Engaging hydraulic excavator with 1 cum bucket capacity, including driver and fuel. The working hours of the machine shall be measured based on the hour meter readings provided on the excavator. — Qty: 3 hour
5 tender document(s) available — sign up to download.
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